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SC-CFBISD Riverchase-LR 991007FUGRO SOUTH, INC. CLIENT: PROdECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF GROUT CUBES Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Riverchase Elementary School, Coppell, Texas Report Date: October 7, 1999 Project No.: 0791-2184 SAMPLE DATE: September 7, 1999, General Contractor: Method of Test: Sample Location: Time Batched: Results I Remarks: Dai-Mac Construction / Berkel ASTM C-109 C-98 AB 9:45 am Type 9000A Time Sampled: 11:05 am SAMPLE I AGE : DATE .: AREA APPLIED COMPRESSIVE : REQUIRED 'NUMBER , TESTED LOAD STRENGTH s~GTH (days:) (sq: in.) (lbs.) (psi) ~ (psi/dayS) REC 120 7 09/14/99 4.0 19770 4943 4000/28 REC 121 7 09/14/99 4.0 19860 4965 .., REC 122 7 09/14/99 4.0 19610 4903 REC 123 28 10/05/99 4.0 25620 6405 REC 124 28 10/05/99 4.0 25830 6458 REC 125 28 10/05/99 4.0 25710 6428 Remarks: William Granger Fugm South Technician FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By: ~'- / DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne City of Coppell - Larry Davis / City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell FUGRO SOUTH, INC. 2880 Virgo Lane; Dales, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farrnem Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 7, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO.' 0791-2'184 SAMPLE' DATE: September28, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1423326 AMBIENT TEMP. (°F): 79 CONCRETE TEMP. (°F) (ASTM C.10S4): 83 TIME BATCHED: 9:18 TIME SAMPLED: 10:15 WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 41/472 MIX ID NUMBER: 5.50 SK AIR (%) (ASTM C-23t): 4.7 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): 5 Pavement on cul-de-sac, 20 feet east of west end, 10 feet south of north end CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS: ' ': Standard 6" x 12"~ 28~27 .quarelnche, ~ TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (day~) TESTED (pound~) (psi) (p~i) REC 129 3 10/01/99 67000 2370 3500/28 days REC 130 7 10/05/99 102000 3610 REC 131 28 10/26/99 REC 132 28 10/26/99 REC 133 Hold Fracture mode is (A) unless otherwise noted ~' Specifications: Curing:Making & ASTM C-31, ,, Methods:Testing ASTM C-143.ASTM 0-39Typesof ~] [~ ~;]Fmcture: A B C D ["'] REMARKS: Technician: Frank Daniel FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By: ~ DaI-Mac Construction - Jason Liilard DaI-Mac Construction - Nate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD -Tom Bell FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD. c/o DaI-Mac Const. REPORT DATE: October 7, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: September 28, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1423058 AMBIENT TEMP. (°F): 73 CONCRETE TEMP. (°F) (ASTM C-10S4): 76 TIME BATCHED: 7:15 TIME SAMPLED: 7:57 WEATHER CONDITION: Overcast LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 41/458 MIX ID NUMBER: 8273 AIR (%) (AS?M C-231): WATER ADDED (gal): 20 SLUMP (in.) (ASTM C-143): 5 3/4 Pavement on grade, parking lot near bus drop thoroughfare area, sampled at middle median in thoroughfare CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) REC 124 3 10/01/99 89000 3150 3500/28 days REC 125 7 10/05/99 116000 4100 REC 126 28 10/26/99 REC 127 28 10/26/99 REC 128 Hold Fracture mode is (A) unless otherwise noted Speciflca,ons: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~] ~ ~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By:,, ~ .... DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac C(~nst. PROJECT: Riverchase Elementary School, Coppell, Texas REPORT DATE: October 7, 1999 PROJECT NO: 0791-2184 SAMPLE DATE: September 27, 1999 CONTRACTOR: TICKET NO.: 1422115 AMBIENT TEMP. (°F): 76 CONCRETE TEMP. (°F) (ASTM C.10~4): 83 TIME BATCHED: 9:44 TIME SAMPLED: 10:30 WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: JRJ Paving Company CONCRETE SUPPLIER: TXI PLANT/TRUCK: 41/456 MIX ID NUMBER: 5.5 SK AIR (%) (Aswa c.231): 4 WATER ADDED (gal): 10 SLUMP (in.) (ASTM C-143): 4 3/4 Paving on bus drop off parking spaces (75 feet south of north side, and 3 feet east of west curb) on the west side CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12-, 28~27 square Inches TOTAL COMPRESSIVE SPECIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) ,TESTED (pounds) (psi) (psi) REC 119 3 09/30/99 88000 3110 3500/28 days REC 120 7 10/04/99 121000 4280 REC 121 28 10/25/99 REC 122 28 10/25/99 REC 123 Hold Fracture mode is (A) unless olhem,.ise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] [~ [~1F"] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Frank Daniel FUGRO SOUTH INC. SMH/rra Distribution: Reviewed By: ~ DaI-Mac Construction - Jason Lillard OaI-Mac Construction - Nate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CMENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 7, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: September 27, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1421829 AMBIENT TEMP. (°F): 68 CONCRETE TEMP. (°F) (ASTM C-10~4): 78 TIME BATCHED: 6:32 TIME SAMPLED: 7:10 WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 41/472 MIX ID NUMBER: 5.5 SK AIR (%) (ASWa C-231): 4.5 WATER ADDED (gal): 10 SLUMP (in.) (ASTM C-143): 5 Pavement on bus drop off parking lot, 20 feet east of center line of Star Leaf Drive, and 5 feet north of south curb CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12'', 28.27 Square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (dm/s) TESTED (pounds) (psi) (psi) REC 115 7 10/04/99 114000 4030 3500/28 days REC 1 !6 28 10/25/99 REC 117 28 10/25/99 REC 118 Hold Fracture mode is (A) unless other, vise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] ~] ~ ~ Curing: Methods: AS'TM C-39 Fracture: A B C D REMARKS: Technician: Frank Daniel FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By: ,,....~_/~ DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Belt